TABLE P9.14 Seven-Day Maximum Pavement Temperature Minimum Pavement Recommended Temperature PG Grade Standard Standard 50% 98% Case Mean, °C Deviation, °C Mean, °C Deviation, °C Reliability Reliability 1 43 1.5 -29 2.5 2 51 3 -18 4 3 62 2.5 10 2
TABLE P9.14 Seven-Day Maximum Pavement Temperature Minimum Pavement Recommended Temperature PG Grade Standard Standard 50% 98% Case Mean, °C Deviation, °C Mean, °C Deviation, °C Reliability Reliability 1 43 1.5 -29 2.5 2 51 3 -18 4 3 62 2.5 10 2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
As a materials engineer working for a highway department, what standard PG
asphalt binder grade would you specify for each of the conditions shown in
Table P9.14 (show all calculations and fill in the table)?
![TABLE P9.14
Seven-Day Maximum
Pavement Temperature
Minimum Pavement
Recommended
Temperature
PG Grade
Standard
Standard
50%
98%
Case
Mean, °C
Deviation, °C
Mean, °C Deviation, °C Reliability
Reliability
1
43
1.5
-29
2.5
2
51
3
-18
4
3
62
2.5
10
2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F10dd77ed-6ef7-4a85-a4de-cfb2b6c86cf5%2Fefba1a4e-51ef-475f-9020-06727397cd0e%2Ffjn99lg_processed.png&w=3840&q=75)
Transcribed Image Text:TABLE P9.14
Seven-Day Maximum
Pavement Temperature
Minimum Pavement
Recommended
Temperature
PG Grade
Standard
Standard
50%
98%
Case
Mean, °C
Deviation, °C
Mean, °C Deviation, °C Reliability
Reliability
1
43
1.5
-29
2.5
2
51
3
-18
4
3
62
2.5
10
2
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